Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand-Reference-Cited by-同舟云学术

Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zeng Kaifeng¹^ORCID,Liu Huabei²

Affiliation:

1. Ph.D. Candidate, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID: .

2. Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8003

Reference56 articles.

1. Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. I: Stress–Strain Behavior and Shear Banding

2. Alba, J. L., and J. M. Audibert. 1999. “Pile design in calcareous and carbonaceous granular materials, and historic review.” In Proc., 2nd Int. Conf. on Engineering for Calcareous Sediments, 29–44. Rotterdam, Netherlands: AA Balkema.

3. Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles

4. Changes to particle characteristics associated with the compression of sands

5. Effect of Particle Shape on the Mechanical Behavior of Natural Sands

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